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• <br />• <br />• <br />NOTE: <br />COVER FITTINGS WITH PLASTIC <br />WNLIL)_PRIOR TO POURING <br />UNDISTURBED <br />010W:1100 <br />6. <br />UNDISTURBED <br />SOIL <br />PLAN <br />2500 P51 CONCRETE <br />28 DAY STRENGTH <br />SECTION <br />CONCRETE REACTION BACKING FOR BENDS <br />DETAIL <br />NOT TO SCALE <br />45 mlmumP nos, wm0ORDwow AE.INCAm*TLErsawar ensw0lEAs <br />PLAN <br />UNDISTURBED <br />SOIL <br />PLAN <br />CONCRETE REACTION BACKING FOR TEES <br />DETAIL <br />NOT TO SCALE <br />SECTION <br />NOTE: <br />POOLYETHYLENES(4MIL) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P,5.1. CONCRETE <br />25 DAY STRENGTH <br />RINGS (3 MAX.. <br />1' MAX OF <br />RINGS & <br />MORTAR). <br />1/2" MORTAR <br />ON OUTSIDE. <br />BETWEEN RINGS. <br />CASTING & AND <br />MANHOLE. FINISH <br />SMOOTH ON <br />THE INSIDE. <br />NO MORTAR ON <br />INSIDE. <br />MANHOLE <br />SLEEVE <br />SEE DETAIL <br />PLAN <br />04. <br />4P' <br />SECTION A -A <br />MI <br />STAINLESS <br />STEEL <br />. STRAP <br />FLEX BLE <br />SLEEVE <br />MANHOLE SLEEVE <br />NO WOOD SHALL BE USED FOR ADJUSTMC CASTNG: CEMENT MORTAR ONLY. <br />CAST IRON MAr0IOLE FRWE B CABER AS PER SPECIDCAIIM. . <br />ASTM C458. STEP LOCATION SHALL BE AS NETTED W THE 5P ECIF. PONS. L. PER <br />MANHOLES AND ONES TO BE CONSTRUCTED WIMWL STEPS, <br />PRECAST F2WF0RCE0 CONCRETE WAWOIE SECTIONS PER AVM 0478. FUW0SHED <br />MTH RING GSRETS AND LUBRI.NT <br />51041 00 8 AS 0 UNDER SPECIEEO. <br />A 1Z OR 1E BARREL SELTON SHALL BE INSTALLED UNDER THE CONE RHEAS. <br />POSVOLE. MADE WATER TDHT BY CAST INPLAC <br />PIPE RUBBER 0002 CTI 0 <br />AND CEMENT MANHOLE ORTAR 2Bi 0 SURFACE SHALL 51 115HE0 0400015. <br />SANITARY SEWER MANHOLE <br />DETAIL <br />NOT TO SCALE <br />WATERMAN SIZE VARIES <br />TEE <br />COVER AS <br />SPECIFIED <br />CURB <br />GATE VALVE 800 <br />GATE VALVE <br />1 1/Y WASHED ROCK ALL <br />AROUND. 0215.1/3 C.T. <br />(NIN. 1 C.Y. IN IMPERVIOUS 50115) <br />8'%8"X16" CONC. BLOCK <br />GATE VALVE <br />DETAIL 3 <br />NOT TO SCALE <br />RIN00 (3 MIN., 1.0' MAX. <br />OF RINDS k MORTAR). <br />1/T MORTAR ON OUTSIDE. <br />BETWEEN RINGS. CASTING & <br />MANHOLE. FINISH SMOOTH <br />ON THE INSIDE <br />NO MORTAR ON INSIDE, <br />PRECAST COVER SLAB <br />(TYPE 2) <br />2 STRIPS BTTUMASITC <br />SEAL ON SLAB <br />JOINTS. NO CEMENT. <br />TIE 8005 <br />MNDOT 3733 TYPE 3 <br />GEOTEXRLE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />\"IN1- SHIELD' SEAL <br />oou01. <br />NO WARD SHALL BE USED SON ADJUSTING CASTING; CEMENT MORTAR ONLY. <br />CAST IRON MANHOLE FRAME E 0040 AS PER SPECIFlGTWNS. <br />MANHOLE PER 401MC470. LOCATION 50141 BE 00 001FD N TIDE E5ECIFICATION05 PµSDG <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS M BASE SLAB PER 0581 0070. <br />FURNISH PRECAST MANHOLE 0005085 0210 0 -5240 GASKETS & LUBRICANT EXCEPT <br />AS OTHEINVISE SPECRRO. <br />A IT OR vCSSBBRIEL SWOON SHALL BE INSTAL/a UNDER TIE CONE <br />FILL OPENMG BETWEEN PIPE M NH WALL WRIT DEMENT MORTAR. <br />SIDE SURFACE SHALL BE R.N. SMOOTH. <br />STORM SEWER MANHOLE <br />DETAIL <br />NOT TO SCALE <br />PLAN <br />LT*, Rwr Bme. laY <br />p Fm Feu Pinar or ..UO To 30. uw 1.5'. <br />©7.H<. v°.O.mP°eirsa.:�"ieo IIa m0X A 0410 m to <br />omen. ..11. F `';. e MR. amweor op s flat. <br />001,.,* 0 .0494 Mot. .047 o 9Pm. <br />TABLE OF 00035715 <br />0000 W OUANa1Es <br />8210400 AT RCP-A OUTLfl5 w BOXES OF EQUIVALENT 52601 MOTH <br />Luss R <br />a5p6 <br />T4 1" <br />aSNTp' <br />Lro. n <br />a�tZ <br />o <br />Rom a <br />L <br />(FL) <br />Dep. <br />a. ! <br />C <br />�O <br />DMmr <br />W!Yd. <br />P. n <br />:1 Y 1.'a. <br />r <br />Granular <br />Y2. <br />NOP <br />CuP. Jr %. <br />Z <br />Ma W <br />121d: <br />Ix <br />2 <br />3J <br />JO <br />I0 <br />06 <br />a <br />a <br />10 <br />10 <br />12 <br />1 G <br />20 <br />x3 <br />zp <br />S.B <br />6x <br />3.6 <br />TS <br />0 <br />10.5 <br />yp <br />za <br />z.l <br />ZS <br />17 <br />.0 <br />05 <br />5.p <br />63 <br />0., <br />all <br />1 <br />1Y4 <br />zT <br />a.] <br />B.0 <br />41 <br />9 <br />01 <br />ss <br />re <br />S <br />11fi <br />5.S <br />253 <br />za <br />zP <br />].0 <br />35 <br />92 <br />0. <br />1]9 <br />0000 W OUANa1Es <br />8210400 AT RCP-A OUTLfl5 w BOXES OF EQUIVALENT 52601 MOTH <br />711970.01101 x414 y. w..yru . ° 59 "*!"" wId <br />a.atPMwd N w Pmw. <br />FLARED END SECTION <br />DETAIL <br />NOT TO SCALE <br />3/4 GALVANIZED <br />STEEL. TIE RODS <br />OR "MEGA LUG BRAND THRUST <br />RETNNER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />CURB <br />WELD CONDUCTIVITY <br />STUD 2' BELOW FLANGE <br />(FOR 10CAT1014 <br />URP05E5) <br />COVER AS <br />SPECIFIED <br />0(0108111E FABRIC <br />MN80T 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />15 08'112 <br />CONCRETE <br />BLOCK <br />WATER HYDRANT <br />DETAIL <br />NOT TO SCALE <br />VANE GRATE SHOWN <br />DIRECTION OF ROW <br />NO BLOCK STRUCTURES ARE ALLOWED. <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24 X36 <br />PRECAST <br />DOGHOUSES SHALL BE <br />GROUTED ON BOTH THE <br />INSIDE AND OUTSIDE. - 1- 4 <br />1 1/T WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. I C.Y. N <br />IMPERVIOUS <br />SOILS.) <br />r GRATE TO BE 2" BELOW <br />/GUTTER GRADE. 10' <br />TRANSITION EACH SIDE OF <br />CATCHBASIN. <br />5' <br />MAX <br />`3' GROUT <br />SECTION <br />STORM SEWER CATCH BASIN <br />DETAIL <br />NOT TO SCALE <br />F", <br />E 7, fl.; (s 9005 <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />gYlp TiN7.,ait•rgl <br />I M^4Y &WSIT U0 We PW. WeeT Pw Pas pa. or under my <br />d(penmen 80 001 I em o ddb <br />44.8.0 Proletwell Lo wIC LRAM the <br />NW ei we Pow 9 Romeo. <br />BNB_ S <br />Lime ao. MU <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />12100 SMG 4111! LVB; <br />mei PRaFIE.I. <br />4EMW <br />.2 -745.12111 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />LAKEWOOD <br />APARTMENTS <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />06/75/05 Litt SUBMRTAL <br />06 /27/05 REV PER 04TY <br />4 REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TITLE: <br />UTILITY DETAILS <br />SHEET NUMBER: <br />C4.1 <br />• <br />• <br />acme' <br />■STB' <br />d5fZ <br />PWe <br />(h) <br />L <br />(n.) <br />Uv <br />Cre <br />pz. <br />� <br />a. Mi`w <br />a <br />ay. <br />TI <br />u: n <br />R.C.n . <br />a.vi' <br />u <br />ID <br />>6 <br />sl <br />D <br />1] <br />t <br />n <br />Sp <br />5.5 <br />a1 <br />0.9 <br />zD <br />2B <br />0.0 <br />u <br />s.e <br />B.2 <br />105.81 <br />+as <br />+p .0 <br />.D <br />1 <br />5.9 <br />6.z <br />03 <br />?a.°. <br />i9.3 <br />x5.6 <br />Sa <br />BS <br />Di <br />2.7 <br />711970.01101 x414 y. w..yru . ° 59 "*!"" wId <br />a.atPMwd N w Pmw. <br />FLARED END SECTION <br />DETAIL <br />NOT TO SCALE <br />3/4 GALVANIZED <br />STEEL. TIE RODS <br />OR "MEGA LUG BRAND THRUST <br />RETNNER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />CURB <br />WELD CONDUCTIVITY <br />STUD 2' BELOW FLANGE <br />(FOR 10CAT1014 <br />URP05E5) <br />COVER AS <br />SPECIFIED <br />0(0108111E FABRIC <br />MN80T 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />15 08'112 <br />CONCRETE <br />BLOCK <br />WATER HYDRANT <br />DETAIL <br />NOT TO SCALE <br />VANE GRATE SHOWN <br />DIRECTION OF ROW <br />NO BLOCK STRUCTURES ARE ALLOWED. <br />CASTING AND <br />ADJUSTMENT <br />RINGS AS <br />SPECIFIED. <br />24 X36 <br />PRECAST <br />DOGHOUSES SHALL BE <br />GROUTED ON BOTH THE <br />INSIDE AND OUTSIDE. - 1- 4 <br />1 1/T WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. I C.Y. N <br />IMPERVIOUS <br />SOILS.) <br />r GRATE TO BE 2" BELOW <br />/GUTTER GRADE. 10' <br />TRANSITION EACH SIDE OF <br />CATCHBASIN. <br />5' <br />MAX <br />`3' GROUT <br />SECTION <br />STORM SEWER CATCH BASIN <br />DETAIL <br />NOT TO SCALE <br />F", <br />E 7, fl.; (s 9005 <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />gYlp TiN7.,ait•rgl <br />I M^4Y &WSIT U0 We PW. WeeT Pw Pas pa. or under my <br />d(penmen 80 001 I em o ddb <br />44.8.0 Proletwell Lo wIC LRAM the <br />NW ei we Pow 9 Romeo. <br />BNB_ S <br />Lime ao. MU <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, LLC <br />12100 SMG 4111! LVB; <br />mei PRaFIE.I. <br />4EMW <br />.2 -745.12111 <br />PROJECT: <br />LEGACY AT <br />WOODS EDGE <br />LAKEWOOD <br />APARTMENTS <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />06/75/05 Litt SUBMRTAL <br />06 /27/05 REV PER 04TY <br />4 REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TITLE: <br />UTILITY DETAILS <br />SHEET NUMBER: <br />C4.1 <br />• <br />• <br />